GEOTOUR & IRSE 2012.pdf - Fakulta BERG - TUKE

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Salgótarján, 04. – 06. October 2012 Fig. 9 The correction isolines for the points Fig. 10 The ice surface level lines obtained from assigned by terrestrial laser scanner the terrestrial laser scanning with correction z (2-1) Fig. 11 Three-dimensional visualisation of the spaces of Dobńinská Ice Cave Fig. 12 Digital terrain model of the results tacheometry and terrestrial laser scanning Fig. 13 Visualization of digital relief model the Great and the Small Hall of the Dobńinská Ice Cave 38
<strong>GEOTOUR</strong> & <strong>IRSE</strong> 2012 laser telemeters is not suitable because of ice optical qualities, there are few places in Dobńinská Ice Cave where movement of people is limited due to safety reasons or it could be due to potential damage to ice filling and decor. The other reason for its use is the fact that laser scanning is a powerful measurement device which measures the object surface with incomparably higher density and efficiency than standard geodetic methods. The article has presented the case when the points of interpolation area are measured with sufficient accuracy with the use of tachymetric or other geodetic method which can define morphometric parameters of interpolation function in the certain area. The function assigns the corrections to the points of laser terrestrial scanning. Acknowledgement The article was written within solution of VEGA no. 1/0786/10 „Research of caves„ ice filling dynamics with the use of contactless methods with regard to their safe and sustainable use as a part of Slovak Republic natural heritage“ and project „Excellent research centre for obtaining and processing of earth resources – 2nd phase“ within Research and Development operational program granted by European Regional Development Fund (code ITMS: 26220120038). REFERENCES [1] BELLA, P.: Rovné podlahové ľadové povrchy v zaľadnených jaskyniach (Dobńinská ľadová jaskyņa, jaskyņa Scărişoara). Aragonit, 10, 12–16. ISSN 1335-213X, 2005. [2] ČERNOTA, P.- STAŅKOVÁ, H: Vyuņití nepřímého měření délek při připojovacím a usměrņovacím měření, sborník VI. Vedecko-odborné konferencie s medzinárodnou účasťou Geodézia, Kartografia a geografické informačné systémy 2010, Demänovská dolina, Slovensko, ISBN 978-80-553-0468-7. [3] GAŃINEC, J. - GAŃINCOVÁ, S. - ČERNOTA, P. - STAŅKOVÁ, H.: Moņnosti pouņitia laserového skenovania ľadovej výplne Dobńinském ľadovej jaskyne a rieńenie súvisiacich problémov v programovacom jazyku Python, Sborník referátů XVIII. Konference SDMG, Praha, 2011, str.51-60, ISBN 978-80-248-2489-5. [4] GAŃINCOVÁ, S. - GAŃINEC, J. -, STAŅKOVÁ, H. - ČERNOTA, P.: Porovnanie MNŃ a alternatívnych odhadovacích metód pri spracovaní výsledkov geodetických meraní In: SDMG 2011 : sborník referátů 18. konference : Praha, 5.-7. října 2011. - Ostrava : VŃB- TU, 2011 P. 40-50. - ISBN 978-80-248-2489-5. [5] MIČIETOVÁ, E. - MINÁROVÁ, O.: Komplexný digitálny model reliéfu a interpolačné metódy. Geodetický a kartografický obzor, ročník 34/76, 1988, č. 7, s. 165-173. [6] SOKOL, Ń.: Application of statistical Methods for Geodetic Measurements Processing. In.: Ingeo´98. STU Bratislava 1998, s. 225-231. [7] Vyhláńka č. 300/2009, Úradu geodézie, kartografie a katastra Slovenskej republiky zo 14. júla 2009, ktorou sa vykonáva zákon Národnej rady Slovenskej republiky č. 215/1995 Z.z. o geodézii a kartografii. [8] Vyhláńka č. 75/2011, Úradu geodézie, kartografie a katastra Slovenskej republiky zo 14. júla 2009, ktorou sa vykonáva zákon Národnej rady Slovenskej republiky č. 215/1995 Z.z. o geodézii a kartografii. 39
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